表格模板-工程预算计价表 精品.xls

《表格模板-工程预算计价表 精品.xls》由会员分享，可在线阅读，更多相关《表格模板-工程预算计价表 精品.xls（6页珍藏版）》请在第一文库网上搜索。

1、 广联达慧中造价管理系统 第 1 页 共 6 页工程预算计价表工程名称： 土建序号定 额编 号分部分项工程名称工 程 量价 值其 中（元）计量单位数 量定额基价总 价人工费材料费机械费单价金额单价金额单价金额1 1-12人工挖沟槽 普通土(深度)2m以内100m30.5951,532.74912.591,532.74912.592 1-22人工挖基坑 普通土(深度)2m以内100m32.4011,762.314,231.841,762.314,231.843 1-51回填土 夯填100m30.532948.83504.31780.56414.87168.2789.444 1-307填土碾压光轮

2、压路机(内燃) 68t1000m33.8642,627.2110,151.02210.30812.56112.50434.682,304.418,903.785 1-48平整场地100m211.134110.411,229.27110.411,229.276 3-1多层 单层6m以内 钢管架100m2建筑面积10.6441,123.9711,963.76415.694,424.69650.166,920.4358.12618.647 3-45换建筑物 垂直封闭100m217.568610.5410,726.1574.661,311.65535.889,414.508 4-67多孔砖墙(水泥砂浆

3、) 1砖M1010m39.6211,934.6518,613.65436.724,201.771,479.3514,233.1218.58178.769 4-67多孔砖墙(水泥砂浆) 1砖M1010m31.4431,934.652,792.29436.72630.321,479.352,135.1518.5826.8210 4-67多孔砖墙(水泥砂浆) 1砖M1010m36.8041,934.6513,163.56436.722,971.491,479.3510,065.6518.58126.4211 4-67换多孔砖墙(水泥砂浆) 1砖M10(换“水泥砂浆中砂M10”为“混合砂浆中砂M10”

4、)(混合砂浆中砂M10)10m346.9211,948.2991,414.93436.7220,491.161,492.9970,051.9918.58871.7812 5-29杯型基础 组合钢模板 钢木支撑10m38.3201,479.8212,311.95269.892,245.461,150.189,569.3859.75497.1113 5-52换独立式桩承台 复合木模板钢木支撑10m31.4573,159.184,602.92412.54601.072,587.973,770.67158.67231.1814 5-53混凝土基础垫层 木支撑10m32.154184.73397.936

5、2.39134.39113.86245.278.4818.2715 5-111换矩形柱(断面周长在1.8m以内) 复合木模板 钢木支撑10m31.5407,257.0011,175.781,692.212,606.005,274.598,122.87290.20446.9116 5-133构造柱 木模板 木支撑10m30.9757,057.696,882.661,532.391,494.395,325.335,193.26199.97195.0117 5-136柱支撑高度超过3.6m 每增加1m 钢木支撑10m30.086119.0410.2991.487.9024.142.093.420.3

6、018 5-139基础梁 组合钢模板 钢木支撑10m32.9206,635.0019,376.191,232.363,598.865,193.5915,166.84209.05610.4919 5-148单梁、连续梁 复合木模板钢木支撑10m31.4307,081.1410,128.151,777.392,542.205,019.747,179.73284.01406.22 编制人： 审核人：审核人 2009年12月7日 广联达慧中造价管理系统 第 2 页 共 6 页20 5-150过梁 复合木模板 木支撑10m31.3537,064.159,559.222,072.162,804.054,7

7、26.636,396.08265.36359.0921 5-155圈梁 直形 复合木模板 木支撑10m35.7646,168.0935,554.101,074.986,196.404,926.7928,399.00166.32958.7022 5-159梁支撑高度超过3.6m 每超过1m 钢木支撑10m30.725287.40208.46206.44149.7352.2237.8828.7420.8523 5-230平板(板厚在10cm以内) 复合木模板 钢木支撑10m30.0755,649.76422.611,542.90115.413,785.12283.13321.7424.0724 5

8、-236平板(板厚在10cm以外) 复合木模板 钢木支撑10m33.4035,083.9517,302.20876.252,982.144,027.9013,708.15179.80611.9125 5-239板支撑高度超过3.6m每超过1m 钢木支撑10m31.726713.421,231.01436.72753.56223.10384.9653.6092.4926 5-240整体楼梯 直形 木模板木支撑10m2投影面积4.5151,417.256,398.89436.371,970.21908.174,100.3972.71328.2927 5-242阳台、雨篷 直形 木模板木支撑10m2

9、投影面积4.814997.924,803.98327.721,577.64616.002,965.4254.20260.9228 5-244栏板 木模板木支撑10m30.09712,328.641,193.414,004.46387.637,817.48756.73506.7049.0529 5-263工形柱 组合钢模板10m32.4628,892.6821,893.77931.982,294.537,585.6118,675.77375.09923.4730 5-278吊车梁 T形 木模板10m31.2846,121.597,860.121,119.851,437.894,696.666,0

10、30.51305.08391.72311:黑补-1自卸汽车运土 自卸汽车 运距1km以内1000m33.8647,571.8929,256.2752.58203.1690.00347.747,429.3128,705.37321:黑补-119泵送混凝土捣固养护费10m340.652204.548,315.02146.165,941.7443.321,761.0615.06612.2233 001C30商品混凝土m3241.297320.0077,214.88320.0077,214.8834 002C15商品混凝土m321.972290.006,371.83290.006,371.8335 0

11、04C35商品混凝土m338.209380.0014,519.50380.0014,519.5036 003C20商品混凝土m368.742310.0021,309.98310.0021,309.9837 5-455换钢筋铁件增减 钢筋(人工*1.1,机械*1.1)t32.0033,600.47115,225.75299.969,599.593,022.3496,723.95278.178,902.2138 5-455换 钢筋铁件增减 钢筋t-13.4304,061.04-54,539.77272.69-3,662.233,535.47-47,481.36252.88-3,396.18工程预算

12、计价表工程名称： 土建序号定 额编 号分部分项工程名称工 程 量价 值其 中（元）计量单位数 量定额基价总 价人工费材料费机械费单价金额单价金额单价金额 编制人： 审核人：审核人 2009年12月7日 广联达慧中造价管理系统 第 3 页 共 6 页39 13-37多层厂房 现浇框架100m210.6442,525.4426,881.292,525.4426,881.2940 16-43压路机 场外运输台次1.0003,431.363,431.36175.25175.25484.29484.292,771.822,771.8241 16-15自升塔式起重机 一次安拆台次0.50017,575.7

13、88,787.894,206.002,103.00179.8689.9313,189.926,594.9642 5-87钢筋砼设备基础(块体在20m3以内) 组合钢模板 钢木支撑10m30.9501,565.961,487.66318.96303.011,203.411,143.2443.5941.4143 16-36履带式挖掘机 1m3以内 场外运输台次1.0003,932.203,932.20420.60420.60494.16494.163,017.443,017.4444 4-25混水砖墙(水泥砂浆) 1/2砖M510m30.8922,187.491,951.64705.91629.8

14、01,462.421,304.7519.1617.09451:黑补-100苯板干铺 苯板保温 梁底干铺10m30.4132,836.261,171.52114.2647.202,722.001,124.3246 8-5砂 垫层10m32.478469.601,163.81114.61284.04350.53868.724.4611.05471:黑补-88铁件、预埋铁件制作t2.3068,803.1220,300.002,154.874,969.134,552.8310,498.832,095.424,832.04481:黑补-89铁件、预埋铁件安装t2.3061,620.453,736.758

15、58.731,980.23140.40323.76621.321,432.7649 5-619柱体积 3m3以内10m3构件2.462282.52695.56108.30266.63166.12408.998.1019.9450 6-97柱 每根构件体积体积6m3以内 汽车式 起重机10m32.462737.531,815.80242.55597.1688.79218.60406.191,000.0451 6-25类预制混凝土构件体积运输运距 1km以内10m32.4621,218.332,999.53105.15258.8841.74102.761,071.442,637.8952 5-62

16、3吊车梁10m3构件1.284434.93558.45117.77151.22293.96377.4423.2029.7953 6-13类预制混凝土构件体积运输运距 1km以内10m31.284643.72826.5475.7197.2125.4232.64542.59696.6954 6-146鱼腹式吊车梁安装 每个构件体积单体在1.6m3以内 汽车式起重机10m31.284840.291,078.93153.17196.67257.74330.94429.38551.32工程预算计价表工程名称： 土建序号定 额编 号分部分项工程名称工 程 量价 值其 中（元）计量单位数 量定额基价总 价人工费材料费机械费单价金额单价金额单价金额 编制人： 审核人：审核人 2009年12月7日 广联达慧中造价管理系统 第 4 页 共 6 页55 12-9钢屋架 5t以内t18.4905,556.29102,735.81473.188,749.104,174.6577,189.28908.4616,797.4356 12-28柱间钢支撑t1.9605,779.9411,328.68582.181,14